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随机空间梁板结构系统静强度可靠性分析
引用本文:赵维涛,安伟光,张凌云.随机空间梁板结构系统静强度可靠性分析[J].兵工学报,2007,28(8):953-956.
作者姓名:赵维涛  安伟光  张凌云
作者单位:沈阳航空工业学院,航空宇航工程学院,辽宁,沈阳,110136;哈尔滨工程大学,航天工程系,黑龙江,哈尔滨,150001
基金项目:国防科工委军工技术基础基金
摘    要:基于结构系统静强度可靠性分析理论和随机有限元方法,针对随机空间梁板结构系统进行了可靠性分析,给出了安全余量及其对各变量敏度的显性表达式,这样便于计算各安全余量之间的相关性、提高计算精度、改善空间梁板结构系统可靠性的计算方法。最后结合算例说明该方法的应用,算例表明该方法可行,有效。

关 键 词:固体力学  可靠性  梁板结构  安全余量  敏度分析  随机有限元
文章编号:1000-1093(2007)08-0953-04
修稿时间:2006-07-18

Reliability Analysis of Static Strength for Stochastic Space Beam and Plate Structural System
ZHAO Wei-tao,AN Wei-guang,ZHANG Ling-yun.Reliability Analysis of Static Strength for Stochastic Space Beam and Plate Structural System[J].Acta Armamentarii,2007,28(8):953-956.
Authors:ZHAO Wei-tao  AN Wei-guang  ZHANG Ling-yun
Affiliation:1. College of Aeronautical and Astronauticai Engineering, Shenyang Institute of Aeronautical Engineering, Shenyang 110034,Liaoning, China; 2.Department of Aerospace Engineering, Harbin Engineering University, Harbin 150001, Heilongjiang, China
Abstract:The reliability analysis of static strength for space beam and plate structural system was proposed. The explicit expressions of safe margin and the sensitivity of safe margin to every random variable were established by static strength theory of the structural system reliability and the stochastic finite element method. Thus, it is easy to calculate the relativity of safe margin and it is propitious to increase calculated precision and reform the reliability calculation method of the space beam and plate structural system. The calculation results of a numerical example indicate that the method is feasible and valid.
Keywords:solid mechanics  reliability  beam and plate structure  safe margin  sensitivity analysis  stochastic finite element
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